An equation for predicting shear strength envelope with respect to matric suction

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dc.contributor.authorTekinsoy M.A.
dc.contributor.authorKayadelen C.
dc.contributor.authorKeskin M.S.
dc.contributor.authorSöylemez M.
dc.date.accessioned2024-07-22T08:24:21Z
dc.date.available2024-07-22T08:24:21Z
dc.date.issued2004
dc.description.abstractDetermining the shear strength parameters of unsaturated soils generally involves costly, time-consuming and sophisticated testing programme. This paper proposes a new method for prediction of shear strength with respect to matric suction. The variation of shear strength with respect to matric suction is described by using the air-entry value and the internal friction angle of a soil specimen. The validity of the method is tested for a number of suction strength data available in the literature. The shear strengths with respect to matric suction obtained from the proposed method are in nicely good agreement with experimental results. © 2004 Elsevier Ltd. All rights reserved.
dc.identifier.DOI-ID10.1016/j.compgeo.2004.08.001
dc.identifier.issn0266352X
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19942
dc.language.isoEnglish
dc.subjectFriction
dc.subjectMatrix algebra
dc.subjectShear strength
dc.subjectTesting
dc.subjectequation
dc.subjectmatric potential
dc.subjectshear strength
dc.subjectsoil mechanics
dc.subjectFriction angle
dc.subjectMatric suction
dc.subjectUnsaturated soils
dc.subjectSoils
dc.titleAn equation for predicting shear strength envelope with respect to matric suction
dc.typeArticle

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